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Home My WebLink About3784-7IIAAM 3p�a 3/8 WELOED ON T11E ACXR Of STIFFENER. NECESSARY I SKATER 011 Af :(SN.2) t � D M" PLdd am3a3n bi VELUM aN Ar max RACIMS EAR 3 a 3/3. rn. f��ippwR1' �TYI. Niii1EAT�R °R ASN Z1 I I L In a T ENpfT. HERD- oR� r -s• wx. C(sM.21tr IT".) a 4 COOND�UIT EXIST. 1 "W. All NRNBMALL t wr • BOLT Alb NUT. TYP. III STANDAIb SIBCI ICATIDIM POR PI rNOIIIM OONSIVW WOR CASE A EM SEE SNCT. LS FOR TAI C -C. SN -2. r. I 4 b � A CONE IT -t CONC. SUIIORT SECTION A -A CASE A ELE- VON ISN.21 r-6- VAX I�Atq ri11rT01s M3■In.rn. t NpiT.oft OPE AR3aIn. rn. CA Elf i EEE SECT. D-0: CONIC. SUPIORT- SECTION B -B NOAMALL Wye AND EXIST. LL S>LOKTy N.EOIZI -�I m�>a wm, E L WCAS AR 0 N ANNOWAN PUBLIC WOWS ABBOCIATM - SOUTIMM CALAfORINIA CHAPM CONI n27 TRASH RACK INCLINED 361 -0 I aN1IT: OF OGEE( I of N III STANDAIb SIBCI ICATIDIM POR PI rNOIIIM OONSIVW WOR � O DIAL TWO WORKING BEFORE DAYS KFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTES L THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. A. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A. B. C. DI ANO D: ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). GRADE 300(40). AND SHALL TERMINATE 40 sine (I I/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM • 450 mss 1s3 OR N • 180) OC OR LESS. S. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO BEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. A 6 B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SMALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS AND INLET OIPE SHALL BE LAID ON A STRAIGHT GRADE FROM Ea-IIATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS OMLX WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.3 en (251. IF THE COVER EXCEEDS 7.5 111 (251 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC wO1= ABBOCIATION - 80UTHM CALlOMM CHAPTER sTANOOM ruin 340-1 2 6 TRIAN PIPE TO PIPE aN1IT: OF EXIST. Olt 1�IF.AADVIALLu OR . 3a3/6 1 1/2' SECTION C -C (SH. 1) IL iTMILEfs STEM M• ■ T NILTI -162 LT OR EQUIVALENT -� Alt• 3 a 3n. rn -� COWL SUPPI SEE SECTION D-0 ELEVATION BAR34 BAR 3 a 3/6. TTYTIr CONC. SUPP IIT, SEE SECTION 0-0 BAR3a3n t Itr BOLT AND NUT AND CONC. SUPPORT ROUNDED CUTOFF 1 3.24• Q � O M I COVER R MIVEII SECTION D -D (SH. I) t BOLT • NUT 3n• DETAIL 'E' (SH. 1) BAR 3a3/9 DETAIL -F- (SH. I) APPLIES TO THE TOP AND BOTTOM BARS OF THE REMOVABLE PORTION ONLY PLAN 3 s 3/S, 3a AIIIIIN1(.AN PUBLIC IMOIMB ASSOCIATION - BOUTIlIrI CALIPOIwA CHAPTER STANDARD PHI 36-0 T') (27)TRASH RACK (INCLINED) NOTES I. MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK IS 48' PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10•-0•. 2.CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO 1 VERTICAL. 3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. S. IF FIELD WELDS ARE NECESSARY. USE GALVICON. GALVALLOY OR AGENCY APPROVED EQUAL FOR COATING. 6. ALL BOLTS SHALL BE 1/2• IN DIAMETER AND 7' IN LENGTH. ON REMOVABLE PORTION OF THE RACK USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A. AND WHERE HEADWALL AND WINGWALL ARE EXISTING. HILTI KWIK-BOLT OR EQUIVALENT CAN BE USED. ANEPOCAN PUBLIC WORKS ABBOCIIITION - SOUTHERN CALIFORNIA CHAPTER IMANDN110 PLAN ��;� 27 TRASH RACK (INCLINED) SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �Of ESS/ r, w No. 31681 * Exp. 12/31 /06 J,�9�CIVIC.. 1" • COMMIE gra+( upping of and of pipe filum • MwN q PIPE k laid lengthwise and mortared nide edge of R.C.P. groove ar end of pipe (if broken) 1 Cement grout Capping ' Brick " mortar Closure ELEVATION PIPE CLOSURE -TYPE "8« (Brick and Mortar) NTE• SAN BERNARDINO COUNTY Type "9" clown for "D" not larger than FLOOD CONTROL DISTRICT .36" UMess approv4d or specified by the MVIIONS OWN. BY OATS Engineer. C. L. 5-9-63 ZSee specifications for additional information. rKINO- SY 176A 0 :ngineedng - Surveying - Planning - Landscape ArchitectutC DRAY' B MSM 9130 Anaheim PI., Ste. 120• Rancho Cucamonga, CA 91730.909-919-780BY. PREPARED UNDER THE SUPERVISION OF: MSM MaAW 4e&S� Sl � �G cED BY RLB HAROLD . 00 OQ('OFESgjOti Qk• Pp L. 80- No. 0No. ?a G) W0024673 Z m EXP. 12-31-,9 n1 a * � c VIL ,eCALIEO RE GoRO DR�WI NCS CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN APWA STANDARD DETAILS ,I �.0 4U 0 N C. O n O C O 0 AS SHOWN -1 f- 0 C o -10-10-05 11111L.7 3784 7